AHMSA, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 1778x508x12.7x22.2 steel profile weighs 349.9 kg/m (235.14 lb/ft), has a depth of 1778 mm (70.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 44,571.92 mm². Moment of inertia Ix = 2,289,843.925 cm⁴, Iy = 48,535.302 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1778 mm | 70.00 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 22.2 mm | 0.87 in |
| Weight | 349.9 kg/m | 235.14 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 44,571.92 mm² | 69.086 in² |
| Moment of inertia (Ix) | 2,289,843.92 cm⁴ | 55013.50 in⁴ |
| Moment of inertia (Iy) | 48,535.3 cm⁴ | 1166.06 in⁴ |
| Elastic section modulus (Sx) | 25,757.52 cm³ | 1571.827 in³ |
| Elastic section modulus (Sy) | 1,910.84 cm³ | 116.607 in³ |
| Plastic section modulus (Zx) | 29,343.26 cm³ | 1790.643 in³ |
| Plastic section modulus (Zy) | 2,934.41 cm³ | 179.070 in³ |
| Radius of gyration (rx) | 71.68 cm | 28.219 in |
| Radius of gyration (ry) | 10.44 cm | 4.108 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1628333